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I <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. _ -h <br />HDR HGT. <br />6" FASCIA <br />(TYP) <br />TEXTURED —� <br />co 00 <br />-1 CEMENTICIOUS <br />o FINISH ON C.M.U. <br />(TYP.) <br />F.FL. <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />SMOOTH <br />TEXTURED <br />15'-0" RIDGE VENT <br />12 <br />5[::�7: <br />12 <br />5� <br />1" x 3" SMOOTH <br />TEXTURED <br />— BAND 12"R. <br />— HEEL <br />--------------- <br />12 <br />--------------- <br />14'-0" RIDGE VENT <br />1" x 7" SMOOTH <br />TEXTURED <br />SILL / BAND <br />- - T.O.M. <br />1 ,-A„ <br />r <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />NOTCH FOAM <br />DECO BRACKET <br />AS NEEDED <br />DECORATIVE BRACKET <br />H <br />W <br />o <br />= <br />O <br />0 <br />Z <br />TEXTURED 000 co <br />CEMENTICIOUS r <br />FINISH ON C.M.U. to <br />(TYP.) <br />---F.FL. <br />12 <br />�5 <br />NOTE: <br />• W = 1/2 OPENING DIM. <br />• INSTALL OVER STONE, <br />TYP. <br />• FIN. TO HAVE <br />TRADITIONAL LOOK & <br />SMOOTH/ SAND FINISH <br />• FOAM/ EPS MATERIAL <br />IS ACCEPTED <br />1/2 OF <br />WINDOW WID <br />2 DECORATIVE SHUTTER <br />FRONT ELEVATION - A <br />SCALE: 1 /4"=V-0" <br />RIGHT ELEVATION - A <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />• PLUMB CUT FASCIA ROOF <br />• PITCH PER ELEVATION <br />**G.C. VERIFY ROOF PITCH** <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />CONTRACTORS RESPONSIBILITY TO VERIFY <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />MANUFACTURER. <br />**ELECTRICAL SPECIFICATION NOTES** <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />LOCATION PURPOSES. <br />Exterior Covering <br />R703.6 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.6.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.6.2 Plaster. <br />Plastering w/ portland cement plaster shall be not less than three <br />coats when applied over metal lath or wire lath and shall be not <br />less than two coats when applied over masonry, concrete. <br />R703.6.3 Water-Resisitive Barriers. <br />Water-resisitive barriers shall be installed where cement plaster <br />(stucco) is to be applied over wood -based sheathing, shall include <br />a water -resistive vapor -permeable barrier. The individual layers <br />shall be installed independently such that each layer provides a <br />separate continuous plane and any flashing intended to drain to <br />the water -resistive barrier is directed between the layers. The <br />barriers shall consist of one of the following. <br />1. Two layers of an approved water resistant barrier material in <br />accordance with R703.2. <br />2. One layer of an approved water -resistive barrier (paperbacked <br />stucco lath) over an approved synthetic house wrap. <br />R703.8 Flashing. <br />Approved corrosion -resistant flashing shall be applied <br />shingle -fashion in a manner to prevent entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. Flashing shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry contructions with <br />frame walls. <br />• Under and at the ends of masonry, wood or metal copings <br />and sills. <br />• Continuously above all projecting wood trim. <br />• Where exterior porches, decks or stairs attach to a wall or <br />floor assembly of wood -frame construction. <br />• At wall and roof intersections <br />• At Built-in gutters. <br />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 5th Edition <br />(2014) Residential R806. <br />The Minimum net free ventilating area shall be 11150 of the area of the vented <br />space. The ventilating area may be reduced to 1/300 provided that at least 40% <br />but no more than 50% of the required ventilation is provided in the upper portion o <br />the space to be ventilated.Upper ventilators shall be located no more than 3 feet <br />(measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation provided by eave or cornice vents. <br />**CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN* <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />*If not enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. <br />**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)186.25 = Amount of O'Hagin Vents Needed <br />Be <br />(D r <br />an <br />o <br />� coo, <br />o <br />z <br />d <br />a) <br />B <br />a <br />C14 <br />� n <br />�M� <br />Qa� <br />co <br />a N <br />� <br />v 1 i J <br />O C M <br />'IJ LU <br />0 <br />.� <br />co <br />Urfl <br />_ <br />0 LU <br />E 0 <br />N <br />co <br />� M C-, <br />LU <br />F— o <br />co w c <br />CD <br />— U <br />O co <br />U <br />0 0 <br />mom <br />° o <br />�$ rn <br />U Q <br />L0 <br />A <br />N.C.B *D,C <br />I <br />- X-Im C <br />(' <br />4= L0 <br />M co <br />U; ti E) ' RG0 <br />o <br />II <br />, <br />Z <br />O o' <br />5e <br />ZUM <br />W Q <br />oE <br />m <br />I� <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />0 <br />Z N <br />ate.+ r11_ <br />0 <br />t>+ <br />O <br />Q4-J <br />1`0 Lr) <br />fZ L <br />Ul) r*N <br />Lf) <br />U_ <br />rY UI M <br />CL 00 <br />Q <br />E � <br />� <br />Z � <br />WJ C) <br />OZ <br />x O <br />rf p <br />z d <br /><a <br />H <br />z <br />¢tea <br />5 Z R O <br />O <br />zIW� <br />U Z Q <br />�rypwZ <br />< <br />OR J <br />O8S <br />`T—iJR <br />I <br />ON <br />w <br />W <br />J <br />8Wo <br />Z (W,Z <br />(/ • <br />LU <br />2 <br />Q , z <br />T'I <br />W <br />2: <br />z <br />0 <br />-0Q <br />a <br />9 <br />IM <br />C!5 <br />o <br />0 <br />U <br />(n <br />1..1.. <br />z <br />Q <br />F <br />JQ <br />L g <br />r o o <br />�' <br />xOt-1 <br />Utr <br />�+ <br />cr— <br />m� <br />O <br />N <br />uu ov <br />Q <br />Lr) <br />(a¢ <br />Q O w 3 <br />� <br />g ❑ <br />N <br />o n <br />z <br />J <br />Lr)�o <br />LtJ <br />Z <br />w--t <br />2:a <br />o Z o <br />ELU 0>~z <br />C:) <br />n <br />¢ <br />z <br />8 <br />a�z <br />Z <br />az <br />°° <br />O <br />�o <br />g <br />= <br />J O <br />Q z <br />Lu <br />rn <br />T-4 <br />a <br />U0 <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION NO' 10 <br />SHEET NO. <br />3.1 <br />